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HomeMy WebLinkAbout10150659.pdfrevisions date Permit AE3LDG. DEFT. 9I13105 fA ire be A ol to JL wVV 400q%k 10� r S MINE 0=0 31M I -PRE, Ic U.N tol e ff zs .. ... )Y F 4 ✓ i ARCHITECTURAL ,� -. N David Kaech and Assoc., Inc. phone:949.487.6890 31681 Camino Capistrano, Suite 106 fax: 949.487.2309 San Juan Capistrano, CA 92675 e-mail: Steve@dakaarchitects.com Contact: David Kaech Structural Engineering E.S.I./F.M.E. phone: 714.835.2800 1800 E.16th Street fax: 714.835.2819 Santa Ana, CA 92701 e-mail: Contact: Dale Forbes Tenant Improvem___ent for Space #-M-all 2 800 N Main Street Santa Ana CA 92701 0 Don Roberto Jewelers phone: 949-361-6700 1020 Calle Recodo, Suite #100 fax: 949-366-2888 San Clemente, CA 92673 e-mail: donroberto72@aol.com Contact: Robed Trette Jab Address_ Space #2064, Main Place Mall 2800 N. Main Street, Santa Ana, CA 92705 Contact: Robert Trette Site Descriation Address of Premises: 2800 N. Main Street, Santa Ana, CA 92705 Suite Address: Space #2064 Center Name: Main Place Mall Major Cross Streets: Main Street (166) and Broadway (135) Governing Code: Occupancy Type: Zoning: Construction Type: Number of stories: Deferred Submittals: Required Special Inspections: Area Breakdown Area of Tenant Improvement 2001 Building Code, CMC, CEC, CPC, CFC, ADA (M) Type II-N, Sprinklered 2 Fire Sprinklers & Fire Sprinkler Modifications, Sign, Roll -up Security Gate, Electrical, Mechanical & Plumbing, Title 24 Manditory Requirements & Title 24 Compliance Statements. Deferred submittals to be reviewed by Project Architect or Engineer of Record and certified prior to submittal for plan review. Field Welding 1,494 S.F. Notes: 1. Tenant improvements at 2800 North Main Street, Main Place Mall, shall show compliance with "Code analysis and Fire Protection and Life Safety Concept' prepared by Code Consultants, Inc., dated "revised February 18,1986 and February 22,1990 (1991 Mall Expansion)" 2. Fire Department final inspection required. Schedule all inspections 72 hours in advance by calling (714) 647-5700. Title Sheet/ General Notes/ Specifications/ Site Plan T.1 TITLE SHEET GN.1 GENERAL NOTES GN.2 ACCESSIBILITY STANDARDS A.1 DEMOLITION FLOOR PLAN A.2 FLOOR PLAN A.3 FIXTURE LAYOUT PLAN A.4 REFLECTED CEILING PLAN A.5 STOREFRONT ELEVATIONS/ SECTION A.6 INTERIOR ELEVATIONS D.1 WALL SECTIONS D.2 ARCHITECTURAL DETAILS r ;3— ARGHIT—EGT ion -DETAILS- Structural S.1 FRAMING PLAN/ DETAILS VITIMIMT Space #2064 Second- �. Fol N Elevator Upper Level of Parking Structure (3) Accessible Stalls Bridge to Mall Elevator up to Second Floor (16) Accessible Stalls revisions date AeLDG. DEFT. 9I13105 A2 BLDG. DEFT. Wle/05 AB MALL REV. 9130I05 MELD REV. 10/21/05 A A Title Sheet I. GENERAL REQUIREMENTS A. Scope: The scope of services under this contract is limited to providing a "builder's set" of plans. This set of plans is sufficient to obtain a building permit, however, not all materials and methods of construction necessary to complete the project are necessarily described to this "builder's set". The implementation of the plans requires an Owner/Contractor (General Contractor and Subcontractors) thoroughly knowledgeable with the applicable building codes and methods of construction. The plans and General Notes delineate and describe only locations, dimension, types of materials and general methods of assembling or fastening. They are not intended to specify particular products or other methods of any specific material, product or method. B, Codes: All work performed shalt conform with the applicable laws Including but not limited to: 1. 2001 California Building Code (CBC) 2. 2001 California Mechanical Code 3. 2001 California Plumbing Code 4. 2001 California Electrical Code 5. 2001 California Fire Code 6. Latest edition of the CAC Title 24 Handicapped requirements 't, ADA S. City of Santa Ana amendments 4 ordinances C. Construction Documents: The following items shall all be considered as part of the Construction Documents: 1. Architectural Drawings by: David A. Kaech 4 Associates. Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA S2615 2. Approved Shop Drawings, Plan Revisions, Adde nclums, 4 Clarification Drawings (future). D. Errors, Omissions, 4 Discrepancies: Contractors and sub -contractors shall review Construction Documents 4 notify the Architect promptly and before commencing work if known, of any errors in the Construction Documents, or of adverse job conditions. E. Organization: Don't construe these documents as an attempt by the Architect to establish contract limits between the Owner and the Contractor. F. Shop Drawings: Shall be provided for the Architect's review and approval prior to fabrication. G. Do not scale drawinge. H. Materials not herein shown or indicated shall be as specified by the Architect or Owner, 1. The General contractor and all Subcontractors performing work upon or providing services andlor materials for the work are required to purchase and maintain in force "All Risk' Builder's Risk Insurance prior to commencement of the work and/or furnishing labor, services and materials. Each "All Risk" policy shall be in an amount sufficient to cover the replacement value of the work being performed andlor the labor, services, and materials being supplied by the General Contractor, Subcontractors, Architect, and all professional Consultants. J. The General Contractor and every Subcontractor shall furnish all labor, equipment, and materials indicated on the plans and required by the applicable codes. K No Substitutions shall be made without the Owner's written authorization Any substitution shall be made in advance to avoid any delay in the project schedule. Neither the General Contractor nor any Subcontractor shall make structural changes without written authorization from the Structural Engineer and approval by the Architect. L. The Intent of the plans and General Notes is that all tabor, materials, equipment, and transportation shall be included In the work for the complete execution of the project. The Architect shall not be responsible for the means and methods of construction. M. All Subcontractors shall perform their own cutting, fitting, and patching of materials in a workmanlike manner. N. All trades shall keep the premises clean of any accumulated waste materials and rubbish caused by their work Subcontractors shall remove all rubbish, tools, scaffolding, and surplus materials at the completion of the work All fixtures, equipment, glazing, floors and other surfaces shall be left clean and ready for occupancy upon completion of the project. 0. The General Notes refer to various professional trade association materials and publications. The General Contractor and Subcontractors shall be familiar with and refer to the trade publications relating to their work P. The General Contractor and Subcontractors shalt be responsible for storing the materials on the site. The materials shall be kept secure and protected from moisture, pests and vandals. Any loss arising out of materials stored at the site shall be the responsibility of the General Contractor or Subcontractor who stored the damaged or lost materials. 2. SITE WORK (Not Used) 3. CONCRETE (Not, Usedl 4. MASONRY (NOT USE 12 D ) e 1 5. METALS A. All structural steel shall be fabricated and erected according to the latest edition of AiSC Specifications - "Specification for the Design, Fabrication, and Erection of Structural Steel Buildings" B. Structural Steel Shapes and Plates: Shall meet the requirements of ASTM-36. C. Structural Tubing: Shalt conform with ASTM-A501 or A500, Grade B. D. Found pipe columns shall conform to ASTM A53, Grade B. E. Machine Bolts 4 Anchor Bolts: Shall meet the requirements of ASTM-301. F. All welding shall be performed by certified welders, using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Building Department. Continuous Inspection required for all field welding. G. Where finish is attached to structural steel, provide 1/2" dia, bolt holes * 4'-0" o.c. for attachment of milers, UN.O. See architectural drawings for finishes (Nelson studs (/2" x 3" CPL may replace bolts). 14. Holes for bolts In structural steel shall be drilled or punched. Burning of holes shall not be permitted. 1. Drypaclk and grout under base plates and other locations shall be i.C.B.O. approved non -shrink grout. Minimum strength same as supporting concrete. J. All structural steel shapes shall be primed with a rust resistant primer before being shipped to the site. 6. FRAMING A. Refer to Framing Plans for Roof and Floor Sheathing grades, Shear Wall Schedule, 4 additional Framing notes. B. Fire blocking and draftstop 1. The opening around gas vents, ducts and pipes at the ceiling. 2. Provide fire blocking a 10 ft, intervals in concealed spaces both horizontally 4 vertically per CBC IOS2.1.1. C. Framer to contact DAViD A. KAECH 4 ASSOCIATES before construction for addendum documents. D. FINISH CARPENTRY 1. Provide labor, material, equipment, and services necessary for the installation of the finish carpentry where shown on the drawings and as noted herein. 2. Install all finished hardware, passage doors, and bath accessories. 3. Other requirements of the Construction Documents including, but not necessarily limited to, pertinent portions of Division I of these General Notes, apply to the work of this section as though fully repeated herein 4. Codes and Standards: a. California Building Code (or current applicable code) In. Woodwork Institute of California, "Manual of Millwork". 5. Previous work by others: Contractor she 11 review details and previous work by others for appropriateness to complete finish carpentry. Report deficiencies immediately in writing to the owner with a copy to the Architect. Failure to do so, or commencement of work without such notification twill constitute an acceptance by contractor of suitability of previous work by others. 6. Install in accordance with the best practices of this trade, Including, but not limited to the followings . a. All work shall be machine or hand -sanded, sharp edges and splinters removed and completely prepared for finish. b. Full length continuous boards shall be used wherever applicable or specifically noted, c. All joints shalt be tight and true and securely fastened. Corners shall be neatly mitered, butted, or coped, with nails set and surfaces free of tool marks. ci. All nailing shad be done with finish nails where paint or stain is to cover. E. CABINETS AND TOPS 1. Provide material, equipment, and labor necessary for installation of all cabinet work as shown on the drawings and as noted herein. 2. Other requirements of the Construction Documents including, but not necessarily limited to, pertinent portions of Division I of these General Notes, apply to the work of this section as though fully repeated herein 3. Codes and Standards- a. California Building Code (or current applicable code). 4. Cabinets and countertops - See interior elevations 5. Previous work by others: Contractor shall review details and previous work by others for appropriateness to complete cabinets and tops. Report deficiencies immediately in writing to the Owner with a copy to the Architect. Failure to do so, or commencement of work without such notification will constitute acceptance by contractor of sultablitty of previous work by others. 6. Install in accordance with the best practices of this trade, including, but not limited to the following.. a. All joints shall be tight and true and securely fastened. Corners shall be mitered, butted, or coped, nails set, and surfaces free of tool marks, b. Use concealed fastenings where possible. c. All cabinet work scheduled for paint or stain finish shaft be smoothly dressed and sanded. d, install all work level, plumb and true. Scribe members accurately in place to fit adjoining surfaces. 1. THERMAL 4 MOISTURE PROTECTION A. Insulation: shall conform to California State Energy Insulation standards in force. Refer to Title 24 Requirements below, B. STUCCO UNDERLAYMENT (NOT USED) B. FLASHING AND SHEET METAL (NOT USED) C. SEALANTS I. Provide labor, materials, equipment, and services necessary for the installation of sealants where shown on the drawings and as noted herein. a. Principle work in this section: b. Coordinate all work in this section with related work 2. This section contains Generai Notes pertaining to sealants throughout the project as indicated or required and becomes a part of all trade sections requlring sealants. The term "sealant" is used throughout the drawings and General Notes to define the materials and methods of filing with an elastic compound the small crevices, holes, separations, and joints between similar and different materials that cannot be seated by any other means to prevent the . passage or penetration of wind, rain, water and dust, to make joints weathertight. 3. Other requirements of the Construction Documents including, but not necessarily limited to, pertinent portions of Division I of these General Notes, apply to the work of this section as though fully repeated herein. 4. Codes and Standards: a. California building Code (or current applicable code). b. Sealant and Waterproofers Institute. c. National Roofing Contractors Association (NRCA) "NRCA Roofing and Waterproofing Manual". d. Apply in accordance with manufacturer's installation instructions. 5. Products of only one manufacturer for respective items shall be used throughout the project for each item of material under this section unless otherwise indicated on the drawings or selected herein, 6. CHARACTERISTICS a. Color: Unless indicated or selected otherwise, exposed sealants shall match color of adjacent materials. b. Staining: Joint fillers, primers, or other materials used in conjunction with sealants shall not cause staining of sealants or materials to which they are applied. 1. Sealants types and locations: a. Mildew resistant sealant: Seal non -porous surfaces around ceramic tile, showers, tubs, sinks and plumbing fixtures where conditions of high humidity and temperature exists. b. Elastomertc sealant: Seal expansion and control joint, pre -cast panel joints, seismic joints, exterior Insulation finish system joints, curtain wall Joints, mullion and other joints that experience extreme movement. c. Weather proofing sealant: Seal pre -cast concrete panel Joints, curtain wall joints, mullion joints, metal panel walls and perimeters of window and door frames. d. Silicone glazing and waterproofing sealant: Seat expansion and control joists in pre -cast concrete panels, granite and metal curtain walls, structural and non-structural glazing and perimeter sealing of door and window framing of other metal building components. e. Silicone adhesive/sealant: Structural adhesive/sealant applications such as factory glazing and curtain wall production. f. Structural glass sealants Provides unprimed adhesion to most surfaces, Including glass, reflective glass, anodized aluminum, granite and most paints, including fluoropoiymer-based paints. 9. Glazing sealant: Designed for conventional glazing of glass and plastic, curtain wall sealing, solar and replacement glazing. K Polyurethane: For Joints in floors and sidewalks. 1. Non -sagging, permanently elastic butyl or similar polymers All Interior locations. S. Primer: As recommended by sealant manufacturer for use with sealant and application onto the various types of materials to which sealant is applied. 9. Cleaners: Where required in Iteu of primers, use those recommended by sealant manufacturer. 10. Joint filler: Must be compatible with sealant used and as recommended by sealant manufacturer. 11. Open cell neoprene or plastic foam "rod". 12. Felt tapes MIL-F-5656A, pressure -sensitive adhesive with interliner on one face, 1.5 mm thick 13. Caulking bead or type: Approved non-drying elastic polymer type with asbestos or other inorganic filler, for optional use in place of type. 14. Extruded neoprene: A57M D 150. 15. Fillers and backing shall be free from oil or other staining elements and compatible with the materials shall not be used, Including materials impregnated with solvent of bituminous materials. Filler and backing material shall be of compressible nature. 16. Apply in accordance with manufacturer's and Trade Association's recommended installation instructions and as indicated on drawings. a. Joint Dimensions- No Joint shalt be less than 1/4 inch wide. Depth of sealant shall not be greater than the width not less than 1/4 inch. For joints one inch wide or greater, depth of sealant shall be at least 1/4 the width. b. Joint preparations 1) Perform in strict accordance with manufacturer's application instructions. 2) Remove protective coating from aluminum components so that sealant adheres to base metal. c. Joint filler: Use where joints are deeper than 1/211. Position accurately inside joint to within 12mm of surface, to establish and control the uniform design thickness of sealant. Where Joints are over 3/4 Inch wide, place filler so that depth of Joint to receive sealant does not exceed 1/4 inch. d. Sealant placing: Apply material with sufficient pressure to completely fill the void space to assure complete wetting of contact area and to obtain uniform adhesion. During application, keep tip of nozzle at bottom of joint, forcing sealant to fill from bottom of joint to top. Finish joints smooth and flush with adjacent surface unless detailed otherwise. Modification of the seat by addition of liquids, solvents, or powders are not permitted. S. DOORS AND WINDOWS A. Standards: Refer to Title 24 Requirements below for Door 4 Window Standards. B. Swinging Doors: Shall be per plans and Architects specifications. AC. All glass over 9 sq.ft, in area within IS" of floor or grade shall be laminated, or fully tempered glass. (Chapter 24 C.B.CJ All glazing within 24" of a door 4 within 60" of the walking surface at stairs shall be tempered or laminated. See drawing for laminated glass locations. D. Glass: Shall comply with chapter 24 of the C.B.C, and all federal requirements. AE. Glass shalt be supported on all four edges with frame lap of 1/2" min. S. EILIISHES A. Gypsum Wallboard (Drywall): At all interior wall and ceiling surfaces, provide 5/6" Gypsum Wallboard, U.N.C. All Gypsum wallboard shall be installed in compliance with Chapter 25, California Building Code. Provide 5/6" Type "X" gypsum board at walls 4 ceiling as indicated on plans. 1. Joints: Provide perforated tape, bedding and taping compound finished smooth at all joints. Provide radius metal corner bead at all exterior Corriere. B. Flooring: Shall be selected by the Owner and installed by the Contractor per manufacturer's recommendations. C. Carpet: Shall be specified by Owner and installed by the Contractor per manufacturer's recommendations. D. Painting: Apply in strict conformance with manufacturer recommendations. Colors as selected by owner i. Drywall (Fiat): 1 coat primer w/ 2 coats flat wail paint. 2. Drywall (Enamel): 2 coats semi -gloss or egg shell enamel over I coat primer -seater. See finish schedule. 3, interior Wood (Painted): I coat lacquer enamel over I coat tinted undercoat, 4. Exterior Wood (Painted): 2 coats semi -gloss enamel over i coat primer -seater. 5. Exterior Metal (Paint): 2 coats semi -gloss enamel over I coat rust -inhibitive primer over shop -primed metal. 6. Miscellaneous Painting items: a. Electrical Panels in other than electrical equipment rooms shall be painted to match adjacent surfaces. 10. SPECIALTIES (Not Used) 11. EQU11`2MENT (Not Used 12. FURNISHINGS (ft Owner) 13. SPECIAL CONEIRUCTiP-N (Not Used 14. CONVEYING SYSTEMS (Ngt geed} 15. MECHANICAL A. Standards: Refer to Title 24 Requirements and Energy Summary on Floor Plans for additional notes and standards. B. Permits: Sub -Contractors shalt provide all necessary shop drawings, diagrams and documentation in addition to mechanical plans provided to secure their own permits from the city. C. HVAC System: Contractor shalt provide brochures, and specifications of entire system(s) as required by Energy Calce and drawings for approval of Architect prior to installation. D. Installation: Installation of ail equipment 4 systems shall be done in strict conformance with manufacturer's recommendations. E. All heating and ventilating registers/grilles shall be located by General Contractor and picked by Owner. inside of all ducts, at register/grilles to be painted out fiat black F. Plumbing Fixtures- Shall be selected by Owner and installed by Plumbing Contractor per manufacturer's recommendations. See plumbing fixture schedule on plans. t6. ELECTRICAL A. Standards: Refer to Title 24 Requirements below for additional notes 4 standards. B. Permits: Electrical Contractor shall provide all necessary Shop drawings, diagrams and documentation to secure the Electrical Permit from the city. C. Provide, in addition to electrical work shown in these documents necessary for proper and legal functioning of system light bulbs and tubes as required. D. Switches: Switches at +361e U.N.O. and 12" max from nearest jamb. Switches to be selected by Owner. E. Receptacles: At +12" U.N.O. Provide and install Ground Fault interruption device to circuits containing waterproof receptacles exterior 6'-0" or any location adjacent within 6' of water fixtures as required by N.E.C. also. F. Aluminum: Use no aluminum wiring or devices using aluminum for current. G. Metal Boxes: Provide and install metal boxes in fire rated walls and ceilings. H, Telephones: Provide and install telephone receptacle as directed by Owner. 1. Install electrical devices, appliances, and fixtures supplied by others. J. Circuit Breakers: Tag all circuit breakers for identification. K. All outlets, switches and plates shalt be matte white. L. Lighting circuits "it be No.12 awg min. M. Receptacle circuits shall be No.12 awg min. T_ITL9 24 ENERGY CONSERVATION CALCULATIONS AND REQUIREMENTS TO BE FRZOViDED BY THE MECHANICAL AND ELECTRICAL SUBCONTRACTORS ROOF CURBS ROOF CUi155 ON THE ROOF ARE PROVIDED FOR TENANT USE AND THEY HAVE BEEN CAPER WITH A TEMPORARY CAP THAT iS NOT WATER TIGHT. IF THE CURBS ARE NOT USED BY THE TENANT A PERMANENT COVER WILL BE REQUIRED, iT MUST PROVIDE A WATER AND INSULATION COVER SMOKE CONTROL SMOKE CONTROL IS REQUIRED FOR THiS PROJECT AND MUST BE ON THE ELECTRICAL PLANS A FIRE DE-EEARTMENT NOTES: 1. All sprinkler plans shall be approved by the Building Department. Plans shall include: a. Plan view showing the building's structural framing members and ail points of hanger attachments. b. A responsible Engineer's wet ink stamp and signature approving the system(s) support locations. 2. Fire sprinkler systems) per NFPA Standard 13 shalt be provided, B. Changes to the smoke detection/ removal system and/or fire sprinkler system alterations shall be submitted (3 copies) to the Building Department for Fire Department approval prior to Installation. 4, Exit signs Shea be electrically Illuminated and energized from separate circuits. One of the above circuits shall be part of the Building Department for Fire Department approval prior to Emergency Lighting System. 5. Exit signs shall be provided in accordance with current additions of CBC and CFC. 6. Special Note: Storage dispensing, or use of any flammable or combustible liquids, flammable gasses and hazardous chemicals, shalt comply with Uniform Fire Code rquirements. 1. Suite numbers shall be cieariy vivible from Mail corridor and numbers shall contrast with their background. S. f212ec1a i rearu r�i cnts for Main Place Ma I l: a. Fire Sprinkler System: 1.) All C-clamps (both new and existing) used to hang fire sprinkler lines must have earthquake -retaining straps Installed, 2-) Every suite In the Mall must have Its own spare sprinkler head box with spare heads and the correct tools required to change -out sprinkler heads, 3.) No sprinkler system piping, hangers, or sway bracing may be covered until a rough inspection Is completed and signed for by the Santa Ana Fire Department. b. Smoke Detection and Removal System: I.) Every suite is required to have one smoke detector that is part of the Ma ll's smoke removal system, installed within ten (10) feet of the main entrance of the suite. 2J Every suite is required to have the smoke removal system with in the Mall ducted into the sales area of the suite. The number of smoke removal system vents required for the suite must be verified by the City of Santa Ana HVAC/ Mechanical plans examiner. 3.) A City of Santa Ana Electrical Inspector must sign for all new wiring for the smoke removal System. 4.) Pre -test the smoke removal system to assure that both the Suite and Mail common area smoke removal fans operate prior to calling for fire Inspection. 5.) Any changes to the smoke removal system ducting will require approval from a City of Santa Ana HVAC Inspector. c. Roll Up Grilles: 1.) All electronically operated storefront grilles must be equipped with a manual emergency release, that when activated, will cause the grille to release and open to four (4) feet as measured from the floor. 2d All manually operated storefront grilles must be equipped with a lock conforming to exiting requirements of the California Building and Fire Codes. c, Cooking Hood Extinguishing Systems- 1.) All hood -extinguishing systems installed at the Mall must be tied into the Mali's alarm system, so as to cause a general fire alarm and activate the appropriate smoke removal system. Note: This list in no way shalt limit the responsibility of the General Contractor to assure that all work is done in compliance with applicable Codes and Regulations of the City of Santa Ana. On -site inspections of work In progress or completion are still required, and may reveal additional work needed or corrections. 1. Upon occupancy by the owner or proprietor, each single unit in a tract or commercial development, constructed under the same general plan, shall have locks using combinations which Intechange free from locks used in all other separate dwellings, proprietorships or similar distinct occupancies within such tract or commercial development. Every applicant shall be resquired to provide the enforcing authority with written confirmation of compliance with the above requirements. 2. A single or double door shalt be equipped with a double or single cylinder deadbolt. The bolt shall have a minimum protection of (1) inch and be constructed so as to repeal cutting tool attack The deadbolt shall have an embedment of at least thee -fourths (3/40 inch Into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch In diameter. All deadbolts will be equipped with a locked Indicator. Exposed installation screws on double cylinder deadbolts shall be non -removable. floor. 3. tnges fo uts o s qutppe - ovable g ins or k pre oval of or from xt or by ri g the h p 4. Stri late$ shall be construct of minimum sixteen U.S. one-half (3-1/2) inches in length and securedtiatheJain with screws a minimum of two and one-half (2-1/2) inches in length. 5. Panic hardware shall contain a minimum of two (2) locking points on each door, one (1) located at the header, the other at the threshold of the door, or 6. On single doors, panic hardware may have one (1) locking point which is not to be located at either the top or bottom rails of the door frame. The door shall have an astragat constructed of steel .125 inch thick which shall be attached with non -removable bolts to the outside of the door. The astragal shall extend a minimum of six (6) Inches vertically above and below the latch of the panic hardware. The astragal shall be a minimum of two (2) Ines wide and extend a minimum of one (1) inch beyond the edge of the door to which it is attached. 1. installation and construction of frames and jambs for exterior swinging doors shall be as follows: A. Door jambs shall be installed with solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited. 6. A silent alarm system with a central station hook-up and twenty-four (24) hour supervised service is required. M�Y y revisions date A15LOG. DEPT. '5/13/05 Z A A A ZL General Notes David A. Kaech & Associates -Architects, inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com 0522-R01 job 28 July 2005 date AWK drawn checked sheet number of GNml sheets A. ENTRANCES, DOORS & DOORWAYS Signs shall be installed on the wall adjacent to the latch side of the Interior Surfaces. In other than dwelling units, toilet room floors door. where there is no wall space on latch side, including at double shall have a smooth, hard non absorbent surface such as leaf doors, signs shall be placed on the nearest adjacent wall, Portland cement, concrete, ceramic file or other approved DOORS preferably on the right. mounting height shall be 60" above the material which extends upward onto the walls at least 5 inches. finished floor to the centerline of the sign. Mounting location shall be Walls within water closet compartments and walls within 24 1. HAND ACTIVATED DOOR OPENING HARDWARE TO BE determined so that a person may approach within 3" of signages inches of the front and sides of urinals shall be similary MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE without encountering protruding objects or standing within the swing of finished to a height of 48 inches and, except for structural OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE a door. elements, the materials used in such walls shall be a type which HARDWARE. is not adversely affected by moisture. 2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT Grab Bars. Location. Grab bars located on each side, or one EXCEED 5 POUNDS FOR EXTERIOR DOORS AND side and the back of the accessible toilet stall or compartment, INTERIOR DOORS. _ shall be securely attached 33 inches above and parallel to the floor, 3. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING except that where a tank —type toilet is used which obstructs AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED placement. At 33 inches, the grab bar may be as high as 36 SURFACE inches. Grab bars shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool. 4. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM Grab bars at the back shall be not less than 36 inches long. 32" CLEAR OPENING WITH THE DOOR AT 90" TO THE CLOSED POSITION. The Diameter or Width. The diameter to width of the gripping surfaces of a grobbar shall be 1-1/4 inches to 1-1/2 inches 5. ONE DOOR OF A PAIR OF DOORS SHALL MEET THE or the shape shall provide an equivalent gripping surface. if MINIMUM WIDTH REQUIREMENTS. grab bars are mounted adjacent to a wail, the space between the wall and the grab bars shall be 1-1/2 inches. Al 6. MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" 0 1:2 SLOPE. The structural strength of grab bars, tub and shower seats, 7. ALL EXIT DOORS TO BE OPERABLE FROM THE INSIDE fasteners, and mounting devices shall meet the following specifications: WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. a. Bending stress in a grab bar or seat induced by the SYMBOL PROPORTIONS maximum bending moment from the application of a 250—lb point load shall be less than the allowable stress for the material of the grab bar or seat 2r min. CLEAR AT WERIOR DOORS b. Shear stress induced in a grab bar or seat by the application of a 250—lb point load shall be less than the 18' min CLEAR AT INTERIOR DOORS allowable shear stress for the material of the grab bar I or seat, and its mounting bracket or other support is I ( considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. E PROVIDE THIS C. Shear force induced In a fastener or mounting devices E` ��'F DOO WUH BOTH A� LArTCCN from the application of a 250—lb point load shall be less AND A CLOSER than the allowable la#eral load of either the fastener or the mounting device or the supporting structure, DISPLAY CONDITIONS whichever has the smaller allowable load. 12' min. d. Tensile force induced in a fastener by a direct tension force of a 250—lb paint load, plus the maximum moment INTERNATIONAL. ACCESSIBILITY from the application of a 250—lb point load, shall be LEVEL MANEUVERING less than the allowable withdrawal load between the SYMBOL fastener and the supporting structure. CLEARANCE AT DOORS e. Grob bars shall not rotate within their fittings. 2` t 1/2- MAX. 114•MA7C AT1 SLOPE f� '� /'� �✓. PLUMBING/TOILET ROOMS L I The grab bar and any wall or other surface adjacent to It shall be free of any sharp or abrasive elements. Edges shall have a Wafer Closet minimum radius of 1/8". The height of accessible water closets shall be a minimum of 17 COMPRESSED CARPEL' ile WX HNISH FLOOR EVEN BELOW THRESHOLD --- inches an maximum of 19 inches measured to the top of a maximum TH 2—inch—high toilet seat, except that 3—inch seats shall be permitted ,a_ only in alterations where the existing fixture is less than 15 inches � � high. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. Controls for the flush IS" 321, MiN. valves shall be mounted on the wide side of toilet areas, no more than MIN CLEAR 44 inches above the floor. The force required to activate controls shall THRESHOLDS be no greater than 5 Ibf. Lavaratories / moo., B . SIGNS & IDENTIFICATION Lavatories adjacent to a wail shall be mounted with a minimum I '`Z,� distance of 18 inches to the center line of the fixture. All accessible lavatories shall be mounted with the run or counter surface no higher ` �, i;► than 34 inches above the finished floor and with a clearance International Symbol of Accessibility. The international symbol of at least 29 inches from the floor to the bottom of the apron with of accessibility shall be standard used to identify facilities that knee clearance under the front lip extending a minimum of 30 Inches are accessible to and usable by physically disabled persons. in width and 8 inches minimum depth at the top. Toe clearance Color of Symbol. The symbol specified above shall shall be the some width and shall be a minimum of 9 inches high consist of a white figure on a blue background. The blue shall be equal from the floor and a minimum of 17 Inches deep from the front of to Color No. 15090 Standard 599b. the lavatory. i1J Braille Symbols. Contracted Grade 2 Braille shall be Hot water and drain pipes accessible under lavatories shall be insulated used wherever Braille symbols are specifically required in other portions or otherwise covered. There shall be no sharp or brosive surfaces of these standarts. Dots shall be 1/10 inch on centers in each cell with under laboratories. Faucet controls and operating mechanisms shall be 2/10 inch space between cells. Dots shall be raised a minimum of 1/ operable with one hand and shall not require tight grasping, pinching The force to SINGLE OCCUPANCY 40 inch above the background. or twisting of the wrist. required activate controls shall be no greater than 5 lbs. Lever —operated, push —type and electronically TOILET Proportions. Letters and numbers an signs shall have 3 controlled mechanisms are examples of acceptable designs. Self —closing width —to —height ratio of between 3:5 and 1:1 and a strocke width to valves are allowed if the faucet remains open at least 10 seconds. height ration between 1:5 and 1:10. Character Height. Characters and numbers on signs Single Accommodation Toilet Facilities. There shall be sufficient ALL DISPENSERS shall be sized according to the viewing distance from which they are to space In the toilet room for a wheelchair measuring 30 inches wide +40' "I X TO NQIME be read. The minimum height is measured using an upper case X. Lower case characters are permitted. For signs suspended or projected by 48 inches long to enter the room and permit the door to close, Pant • ______� above the finish floor In compliance the minimum character height shall There shall be in the room a clearfloor space of at least 60 42' GRAB Be 3e- GRAD W be 3 inches. inches diameter, or a T—shaped space complying with Figure. No CE door shall encroach into this space. The water closet shall be Contrast of Symbol Characters and symbols shall contrast with their background, either light characters on a dark located in a space provides a minimum 28 inches wide clear which p background or dark characters on a light background. space from a fixture or a minimum 32 inches wide clear space from a wall at one side. The other side shall provide 18 Inches Raised Characters and Pictorial Symbol Signs. from the centerline of the water closet to the wall. A minimum 48 Nk When raised characters or symbols are used, they shall conform to the inches of clear space shall be provided in front of the water closet. following: All doors, fixtures and controls shall be on an accessible route. SIDE ELEVATION Letter Type. Letters and numbers on signs shall be raised or recessed The minimum cleat width of an accessible route shall be 36 inches 1/32 inch minimum and shall be sans—senf uppercase characters except at doors. accompanied by Grade 2 Braille. Surface. A grab bar and any wall to other surface adjacent H M i$ Symbol Seize. Raised characters or symbols shall be a minimum of 5/8 to it shall be free of any sharp or abrasive elements. MiiN inch high. Edges shall have a minimum radius of 1/8 inch. i Pictorial Symbol Signs (Pictograms). Pictorial symbol signs (pictograms) Toilet Room Fixtures and Accessories. A. Lavatory Fixtures. S,» CAAS SAf2 shall be accompanied by the equivalent verbal description placed directly The requirements of this subsection shall apply to lavatory �2" as below the pictogram. The border dimension of the pictogram shall be a fixtures, vanities and built—in lavatories. minimum of 6 inches in height." A clearfloor space 30 inches x 48 inches shall be provided in front Entrance Signs. All building entrances that are accessible to and usable of a lavatory to allow a forward approach. Such clear floor space r N by persons with disabilities shall be identified with at least one standard shall adjoin or overlap an accessible route and shall extend into knee sign and with additional directional signs, as required, to be visible to and toe space underneath the lavatory. persons along approaching pedestrian ways. Towel, Sanitary Napkins, Waste Receptables. Where towel, sanitary FRO T ELEVATIONS Identification Symbols. Doorways leading to men's sanitary, shall be napkins, waste receptacles and other similar dispensing. and disposal identified by an equilateral triangle 1/4 inch thick with edges 12 inches long Women's facilities be i11ud"1n ""coLn ftttin 40 inches from the and venex pointing upward. sanitary shall identified by a circle, 1/4 inch thick and 12 inches in diameter. Unisex finis Hoar sanitary facilities shall be identified by a circle 1/4 inch thick, 12 Toilet ue spense € t€s h be loco 1� o D inches in diameter with a 1/4 inch thick triangle superimposed on the the waI [th ''. 12 inche f' e f edge o €let seat. .f.. circle and within the 12 inch diameter. These geometric symbols shall Dispense h on rot ve r Ih s " be centered on the door at a height of 60 inches and their color and _ paper flo at used. ` WAU. contrast shall be distinctly different from the color and contrast of the doer. When permanent €dent€fication is provided for toilet rooms, raised p P - y g _." 9 oun ed w€th. t e.�bo#tam `e a no 1i-icier `ttari. f. . letters shall be provided and shall be accompanied by Braille in 40 inches from the floor. SECTION THROUGH TYPICAL GRAB BAR conformance with section 1117B.5.6 revisions date ASLUG. DEFT. 9/13/05 A A A A A General Notes r =:M David A. Kaech & Associates - Architects, inc. 31681 Camino Capistrano, Suits 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com o�2z-F�o1 job 28 July M05 date AWK drawn Checked sheet number GNv2 of sheets revisions date C C Sal°_Q )y/Aff Demolition Keynotes 2. Interior 2a LEASE LINE 2b EXISTING WALL TO 153E REMOVED 2c EXISTING* WALL TO REMAIN 2d EXISTING STEEL COLUMN TO REMAIN 3. openings 34EXISTING DOOR TO BE RELOCATED 3b EXISTING DOOR(S) TO REMAIN 3c EXISTING STOREFRONT TO BE REMOVED 6. Plumbing Ra EXISTING WATER CLOSET TO REMAIN *rob EXISTING LAV TO BE RELOCATED 6(]= EXISTING S" DIA. DRAIN PIPE TO REMAIN 9. Specialties 9a EXISTING SAFETY GRAB BAR TO REMAIN •• VERIFY COMPLIANCE PER A.D.A. REQUIREMENTS 9b EXISTING MECHANICAL CHASE Demolition Legend (E) EXISTING WALL TO BE REMOVED _ ._..._ .._. _ EXISTING WALL TO TO REMOVED EXISTING WALL TO REMAIN Demolition Plan ail"'L% David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.cDm 0522-R01 job 28 July 2005 date AWK drawn checked sheet number mi Demolition SCALE: 1/4"=V-0" of sheets G eneral Floor Plan Legend Floor Plan Keynotes I. ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO AND 1 11. SECURITY GRILLES AND DOORS: VERTICAL SECURITY GRILLES OR EXISTING METAL STUD WALL 2. Interior Fib] ELECTRICAL SUB -PANEL APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO DOORS WHICH ARE PART OF A REQUIRED MEANS OF EGRESS SHALL CONFORM TO THE FOLLOWING (CBC SECTION 404,48): NEW METAL STUD WALL PER PLAN 2a LEASE LINE 1c SECURITY PANEL 2. TENANT SEPARATION WALLS: ALL SEPARATION WALLS ARE TO BE FRAMED FROM FLOOR BELOW TO UNDERSIDE OF FLOOR ABOVE. A. THEY MUST REMAIN SECURED IN THE FULL OPEN POSITION DURING 110 VOLT DUPLEX OUTLET 2b NEW TILE FLOORING - TO BE SPECIFIED BY OWNER 9. Specialties PROVIDE (1) LAYER OF V TYPE 'X` GYP. BOARD AT TENANT SIDES, THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC, = 110 VOLT FOURPLEX OUTLET 2c PROVIDE METAL "SCHULTER" STRIP AT TRANSITION TO MALL TILE Fal PROVIDE s/a." PLYWOOD AT ALL WALLS 3. ACCESSIBILITY: ALL RESTROOMS, ACCESSORIES, FIXTURES, 8. DOORS OR GRILLES SHALL NOT BE BROUGHT TO THE CLOSED 110 VOLT DUPLEX FLOOR OUTLET - PROVIDE COVER CLEARANCES, AS WELL AS, PARKING SPACES, SIGsNAGE, PATHS OF POSITION WHEN THERE ARE MORE THAN 10 PERSONS OCCUPYING � SINGLE POLE SWITCH 2cl 2x4 METAL STUD FRAMED WALL, TYPICAL U.N.O. - w/ 5/8" - x Sb IS'"xla"x6" STAINLESS STEEL BOWL ONLY - NO PLUMBING TRAVEL AND BUILDING ENTRIES ARE EXISTING AND COMPLY WITH SPACES SERVED BY A SINGLE EXIT OR 50 PERSONS OCCUPYING 1 GYPSUM WALLBOARD ACCESSIBILITY REQUIREMENTS. SPACES SERVED BY MORE THAN ONE EXIT. ice` PHONE JACK a 42" LONG SAFETY GRAB BAR PER A.D.A. REQUIREMENTS 2(s 2x& METAL STUD FRAMED PLUMBING WALL ,/,� V.IF. - SEE SHEET GN.1 AND DETAIL 3/03 4. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM, AS NEEDED, TO BE APPROVED BY BUILDING AND SAFETY C. THE DOORS OR GRILLES SHALL BE OPENABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN 2F 2x4 FLAT METAL STUD FRAMED WALL � , � 9cl 30" LONG SAFETY GRAB BAR PER A.D.A. REQUIREMENTS MECHANICAL PLAN CHECK PRIOR TO INSTALLATION. (L.A.MG. 51.136) THE SPACE 15 OCCUPIED. V.IF. - SEE SHEET GN.I AND DETAIL 9 3 5. ALL DECORATIONS SHALL BE FLAME RETARDANT IN ACCORDANCE D. WHEN TWO OR MORE EXITS ARE REQUIRED, NOT MORE THAN ONE T b l t 2g /z" LAMINATED TEMPERED GLASS a MALL STOREFRONT FIR]ROLL DOWN SECURITY GATE BY OTHERS, PROVIDE PANIC WITH THE CALIFORNIA STATE PIPE MARSHALL HALF OF THE EXITS MAY BE EQUIPPED WITH HORIZONTAL SLIDING a a o n s 2h STONE VENEER - REFER TO ELEVATIONS LEASE HARDWARE - UNDER SEPARATE PERMIT OR VERTICAL ROLLING GRILLES OR DOORS. POST A LEGIBLE 6. MATERIALS AT HALL EXITWAY SHALL HAVE A CLASS 11 FLAMESPREAAD SIGN AT SECURITY GRILLE/ DOOR CLOSING CONTROLS STATING 21 EXISTING STEEL COLUMN `3f EXISTING EMERGENCY EGRESS DOOR - RELOCATED, PROVIDE INDEX OF 26-15 "SECURITY GRILLE/ DOOR SHALL REMAIN SECURED IN THE FULL Employee Breakdown � PANIC HARDWARE - VERIFY 20 MIN. LABEL AND FRAME, TIGHT FITTING OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE 2k EXISTING Ihr. DEMISING WALL FROM FLOOR TO CEILING w/ SMOKE SEAL. DOOR SHALL BE OPENABLE FROM THE INSIDE 1. MATERIALS AT RETAIL AREA SHALL HAVE A CLASS III FLAMESPREAD GENERAL PUBLIC. 4 maximum at any time; 2 minimum: WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR INDEX OF 16-200 Female 3 Employees 2m 11�. CONSTRUCTION AT HALL PER CBC TABLE le, ITEM 1h-13 EFFORT. DOOR CLOSER: MAX. EFFORT TO OPERATE DOORS SHALL 12. SANTA ANA POLICE DEPARTMENT REQUIREMENTS FOR MAINPLACE ees Male 1 Employees p y NOT EXCEED 51be. w/ PRESSURE APPLIED AT RIGHT ANGLE TO 6. WOOD USED IN THE SUBJECT PROJECT SHALL BE FIRE RETARDANT OVERHEAD/ ROLLING GRILLE SECURITY ORDINANCE REQUIREMENTS: 5. Cabinets And Counters DOOR IN A PUSH OR PULL EFFORT. THE SWEEP PERIOD OF THE TREATED IN ACCORDANCE w/ CBC SECTION 201 CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION A. TUBES ARE TO BE "DOUBLE TUBED" (NO MORE THAN 1/2" APART) Total Employees 4 Employees as 24" DEEP BASE CABINET WITH CERAMIC TILE COUNTER TOP OF 10 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO S. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED AND CONSTRUCTED OF 1/2" STEEL OR BE STEEL REINFORCED Q +34" WITH A +ro" HIGH SPLASH MOVE TO A POINT 3 INCHES FROM THE LATCH. PROVIDE BY HUMAN BEINGS SHALL BE PROVIDED w/ A MECHANICALLY TUBES WITHIN 40 INCHES OF ALL LOCKING HARDWARE. SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. PROVIDE OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED PERFORATED SLATS CAN BE USED INSTEAD OF THE AFORE- 1 Water Closet required and provided 5b BUILT-IN DISPLAY - REFER TO ELEVATIONS SPACE 02064 IN NUMBERS (3) INCHES HIGH ON DOOR VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT MENTIONED AS LONG AS THEY ARE CONSTRUCTED OF MINIMUM 20ea. STEEL. 1 Lavatory required and provided 5C BUILT-IN ILLUMINATED STORE FRONT DISPLAY BY OWNER - REFER Feel WALL MOUNTED PORTABLE FIRE EXTINGUISHER. MOUNT SO DURING SUCH TIME AS THE BUILDING 15 OCCUPIED. IF THE VELOCITY TO WALL SECTION C, SHEET 0.1 TOP OF UNIT 15 NOT HIGHER TH N 6 ", TYPE 2A IO:BC OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE B. LOCKING MECHANISM TO BE STEEL SLIDEBOLTS BOTH SIDES OF REGISTER 5HALL BE PLACED MORE THAN 6 FEET ABOVE THE FLOOR DOOR. SLIDE50LTS TO EMBED A MINIMUM OF 1/2" INTO THE 6. Plumbing 15h EXISTING MECHANICAL CHASE DIRECTLY BENEATH. CBC SECTION 12022.1 RECEIVING GUIDE. 6a WALL MOUNTED LAVATORY RELOCATED ei EDGE LIT GLASS 'EXIT' SIGN ON PENDANT - &" MIN. HEIGHT BLOC 10. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY C. CURTAIN GRILLES ARE NOT TO BE UTILIZED. LETTERS w/ 3/4" MIN. STROKE LUMINANCE ON SIGN FACE SHALL BE OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE b WATER CLOSET WITH 30" CLEAR MIN. SPACE IN WIDTH AND 24" 50 LUX CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED D. FIRE DEPARTMENT REQUIRED EMERGENCY RELEASE MUST BE SPACE IN FRONT PER CODE, FREE STANDING. WATER CLOSET EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE LOCATED NO MORE THAN 40 INCHES FROM THE EXTERIOR SIDE SHALL USE NO MORE THAN Ilo GAL. PER FLUSH AND SHALL MEET a (E) 3010 BATHROOM DOOR TO BE RELOCATED - VERIFY 20 MIN. FROM THE POINT OF DISCHARGE AND SHALL BE AT LEAST 3 FEET FROM OF THE GRILLE. PERFORMANCE STANDARDS ESTABLISHED BY THE ANSI LABEL AND DOOR ASSEMBLY ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS STANDARD AI12.le2 H45 CODE, SECTION 119213 (b). OF THE 51ULDING. CBC SECTION 12022.1 (SECOND PARAGRAPH) E. THE LOCKING MECHANISM'S INTERIOR THUMBTURN MUST BE SHIELDED BY AN INTERIOR HOOD TO PREVENT ITS MANIPULATION 6c EXISTING 8" DIA. DRAIN PIPE TO REMAIN PROVIDE SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH A MINIMUM I" LETTERS ADJACENT FROM THE EXTERIOR SIDE OF THE GRILLE. EXIT DOOR AT MAIN ENT Y 7. Electrical A3 3/4" STONE FINISH 4 NEUTRAL PIER, a PROVIDE FRY-REGLET BETWEEN 'Ta PHONE BOARD PAINT BLACK - SEE DETAIL 12/D3 w 9 o c{1 O � � 0 (P 64" (E) r r r— Corridor Star. IV-5 3/4" l0'-O" 1'-O" 11'-4" `-O" 29'-S 1/8° f"-4 I/ " 5'-3" i'- 1/4" as -Oil T T I (E) Elevator '-0" 1_ 8'-O Wall 0 6b SIM N a MI ri„ M.L► kt2f h (P i+3p99 2J HNIN t I U M OEM A It II I IIIIIIII �� 1 �1 11 - �1 f *a4" *4" -- I - 2k l 2a 2j � 9A.5 oil 59-391 19_599 59_399 le 19 it �'i'_/_,i9 - 51'-2 3/4" 'ii'-S 3/4" al'-9 5/V" F; 2b s� �� rrsw,r�iviir. rw�� i m C4 N Floor Plan .1r4- r a SCALE• "-1'-0" revisions date ABLDG. DEPT. S/13/05 / 3 MALL REV. 5/30/05 A Z A A Floor Plan David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106' San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com �. A- Pm�� 1r Es CID rn W License 69 6 Expires 11-30-05 011- e 0522-R01 job 28 July 2005 date AWK drawn checked sheet number An2 Of sheets Fixture Layout Keynotes S. Cabinets And Counters 5A 6O"x3O" DESK Q +29" TYP. 5b 60"44" CREDIT DESK a +213" 4 21" KNEE SPACE 5c 36'14 4" FAX TABLE 5d 126 "4 4" PAYMENT COUNTER 6 +34" AFF. 5e 60"4O" WATCH SHOWCASES 5f roO"4O" STAND-UP DISPLAYS 591 NOT USED 5h 60"4O" SIT-DOWN DIAMOND DISPLAYS - MIN. ONE 0 +34" MAX. TOP 4 +21" MIN. KNEE SPACE 5j WINDOW DISPLAY SHOWCASES SEE WALL SECTION 'C', SHEET DJ PLANTER BOXES TRIANGULAR FILLER PIECES WITH TILE COUNTERS 5n CABINET WITH TILE COUNTER 4 STORAGE BELOW 5P LAMINATED GATE, GATE TO HAVE A CLEAR OPENING OF NOT LESS THAN 32" WHEN FULLY OPENED 5q BENCH Fixture Layout Plan ��_��F. �ri� �� � rv� /4 SCALE: "-1'-0" revisions date AIBLDG. DEPT. 9113/O5 A A A A Future Layout Plan A=HMJN David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949A87.2309 E-mail steve@dakaarchitects.com 0522-R01 job 28 July 2005 date AWK drawn checked sheet number An3 0f sheets 211 f Light Soffit Corridor METAL STUDS, TYPICAL LOW VOLTAGE LIGHTING TO BE SPECIFIED BY OWNER CANT. STRIP LAMINATE FINISH BY CHEMETAL - SIENNA #241 ifs" TYPE 'X' GYPSUM WALLBOARD, TYPICAL U.N.O. 2c Stogy°. Restrc orn I% Elev for 141 SCALE: r� 11/2" = I'-O`1 L Repair Deere � . � za . Storm 2c Credit 4 10'-0" CLG. AdY•'T A i N ?41 Light Soffit I Al A I M M 2c o A 2c O !oi-o" CLG. i TYi�� 777--- '== ----- --- 0 0 0 -1 25'-2" 10 10'-0" CLG�x. 2c rsn Reflected. Ceiling Keynotes 2. Interior 2a COFFERED CEILING w/ RECESSED LIGHT COVE SiE=I 1/A.4 4 2/ 4 /�� 2bIT= Imo\ - 2c NEW %" TYPE 'X' GYP. BOARD. SMOOTH FINISH, 'WHITE' 2ci NEW %" TYPE 'X' GYP. BOARD OVER 3/4" PLYWOOOD. SMOOTH FINISH, 'WHITE' nFF22e]NEWTYPE 'X'GYP. BOARD+ SOFFIT, SMOOTH FINISH,'WHITE' U PER PLAN ED EXISTING MALL FINISH A4 SCALE: 1 I1/2" = 11-011 01 A 0 SECURITY 2e FIXTURE K.eflected Ceiling S enAl DENOTES 24"x24" FLUORESCENT PARABOLIC LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS .&* SINGLE POLE SWITCH O INCANDESCENT RECESSED LIGHT FIXTURE O MRI(o HALOGEN LIGHT PENDANT FIXTURES Zvi LOW VOLTAGE STRIP LIGHT EXHAUST FAN - 5 AIR CHANGES PER HOUR MIN. Q CONNECT DIRECTLY TO OUTSIDE AT LEAST 3' FROM ANY OPENING CEILING PAN w/ INCANDESCENT LIGHT FIXTURE EXtT EDGE -LIT GLASS EXIT SIGN ON PENDANT NOTES: 1. SECURITY LIGHT FIXTURES ARE TO BE HARD WIRED AND TO A REMAIN ON AT ALL 'TIMES. SECURITY LIGHTING SHALL PROVIDE I FOOT-CANDLE MIN. AT FLOOR LEVEL AT ALL OCCUPIABLE PARTS OF BUILDING - SEE ELECTRICAL DRAWINGS. 2. ALL NON -SECURITY LIGHT FIXTURES ARE TO BE WIRED DIRECTLY TO THE ELECTRICAL SUBPANEL AND SWITCHED 1 FROM THE ELECTRICAL SUBPANEL, U.N.O. 2'-9" 0 a revisions date AIBLDG. DEFT. 9/13/05 MALL REV. 9/3O/05 FIELD REV. 10121/05 idsh dp Reflected Ceiling Plan X=M"4% [)avid A. Kaech &Associates - Architects, Inc. 31681 Camino Capistrano, Suite 146 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2349 E-mail stave@dakaarchi#ects.corn 0622-R41 job 28 July 2405 date AWK drawn checked sheet number An4 of sheets 101 .................. I 2 - D2 D.2 t IRA IF i mom ■ • ! # # -Diamondsm w t rl *► - c t i o n "` SOFFIT at if IJ im a$o Ib If Ib tj 1m s SOFFIT i- ty.t •y.1 ♦` e • f.. {` . ; •H' tp.• y 4 ' .♦ y.}. 'd.�•.. ti. s.. oe ♦y, S a i` • i y ti. •q° .1 de ' q .. a • 4•' pr . 4.. �S° .y •�•�••....• ;. r. ..,a • y,.. y Id Id Id OPEN TO STORE BEYOND iG 1G le: I� Id is id ld � id _ _ - LETr- — .. 2�n — q. Front Elevation A 77 [b lm lJ iJ im ik If If TH ib SOFFIT 4 ., : ♦.. :♦ SOFFIT A x: Id id © la la m .%,,���''�� / - OPEN - -/ TO STORE i- - BEYOND - " Ig ld Ic IC id 1h Ih lv - O " m Section Keynote2 1. Exterior la LEASE LINE 2. Interior 2a NEW era" TYPE 'X' GYP. BOARD go 2G METAL STUD FRAMING - SEE DETAIL SHEET D2 s t GZ . 2d METAL STD! SOFFIT FRAMING 2e STONE VENEER - CULTURED STONE, CLASSIC SERIES, CHARDONAY OLD COUNTRY FIELDSTONE, SEE DETAIL II/D2 2f PRECAST STONE SURROUND BY "CONCRETE DESIGNS INC." - COLOR "OATMEAL" 2g CHAIR RAIL 0 +40" BY "CONCRETE DESIGNS, INC." - M24 STRETCHER, "OATMEAL" - SEE SHEET A ro 2h PRECAST STONE WALL BASE 15Y "CONCRETE DESIGNS, INC." - "OATMEAL" 5. Cabinets And Counters Sa WATCH DISPLAY CASE 9. Specialties SCALE: 1f4"=1'-0" 9a RECESSED COFFERED CEILING w/ RECESSED LIGHT COVE - REFER TO REFLECTED CEILING PLAN Elevation Keynotes 1. Exterior Fla] DISPLAY CASE - SEE WALL SECTION 'C', SHEET 0.1 lb PLASTER WITH MEDIUM TROWEL FINISH - OMEGA AKROTIOUE 012 IC STONE VENEER - ELDORADO STONE, CASCADE, RUSTIC LEDGE SEE DETAIL 5/0.3 Id PRECAST STONE TRIM BY "CONCRETE DESIGNS, INC" - COLOR: "OATMEAL" l.9PRECAST STONE WALL BASE 15Y "CONCRETE DESIGNS, INC'" - COLOR: "OATMEAL" 1f STORE SIGN - UNDER SEPARATE PERMIT IQ LEASE LINE Ih 12" $0. TRAVERTINE TILE, GROUTLESS iJ RECAST STONE CORNICE, M(o o, BY "CONCRETE DESIGNS , INC" - COLOR: "OATMEAL" ik I" DEEP, PLASTER RECES JJIATIVE IRON GRILLE OVER A3 lm PROVIDE afa" FRY REGLET, BLACK SCALE: 1 /2"=V-0" v s • - , � f .9 revisions date ABLDG. DEFT. S/13/05 A3 MALL REV. S/30/05 A FIELD REV. 10/21/05 A A A Storefront Elevations/ Section 1% David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com sheet number SCALE: 1 /2"=V-0" Of sheets i It Watch Showcases A Repair A I 6b 0 e c�a � 9c 9b 6a 4"� n - 2J 2c� •, � f y - cv 2h T. m f f' 1• •s r 1jtj /j{f •. Restroom I Credit zL Watch Showcases A I nterior Elevation Keynotes 2. Interior R24 STONE VENEER - ELDORADO STONE, CASCADE, RUSTIC LEDGE SEE DETAIL 5/0 3 2b I %"-'X' GYPBOARD WI PLASTER SKIM COAT OVER - MEDIUM TROt FINISH - OMEGA, AKROTIQUE 012 2c %"-`X' GsYPBOARD w/ SMOOTH FINISH, WHITE 2d CHAIR RAIL 0 +40" BY "CONCRETE DESIGNS, INC." - M24 S TCHER, "OATMEAL" - SEE SHEET AB 2e 6" PRECAST STONE TRIM BY "CONCRETE DESIGNS, INC" - COLOR, "OATMEAL" 2f 6" PRECAST STONE SURROUND BY "CONCRETE DESIGNS INC." - COLOR "OATMEAL" 2g 6" PRECAST STONE TRIM BY "CONCRETE DESIGNS INC.' - COLOR "OATMEAL" 2h PRECAST STONE WALL SASE BY "CONCRETE DESIGNS, INC" - COLOR, "OATMEAL" 2j DECORATIVE IRON GRILLE 5. Cabinets And Counters 5a 24" DEEP SASE CABINET WITH CERAMIC TILE COUNTER TOP 10 +34" WITH A +6" HIGH SPLASH 5b 60"x20" WATCH SHOWCASES 5c 60"x30" DESK a 413" TYP, 5d i8"44" FAX TABLE 5e WINDOW DISPLAY SHOWCASES - SEE WALL SECTION 'C', SHEET 0.1 5f SLIDE IN CABINET - SEE WALL SECTION 'C', SHEET DJ 6. Plumbing 6a WATER CLOSET WITH 30" CLEAR MIN. SPACE IN WIDTH AND 24" SPACE IN FRONT PER CODE, FREE STANDINGS. WATER CLOSET SHALL USE NO MORE THAN lb GAL. PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED SY THE ANSI STANDARD A112.192 H4S CODE, SECTION 175213 (b). 6b WALL MOUNTED BATH SINK 9. Specialties 9a 18"x181'x6" STAINLESS STEEL BOWL ONLY - NO PLUMBING 9b 42" LONGS SAFETY GRAB BAR PER A.D.A. REQUIREMENTS V,IF. - SEE SHEET GN.1 9c 30" LONGS SAFETY GRAB BAR PER AZ7A. REQUIREMENTS V.I.F. - SEE SHEET GNJ a ti 2 2c 2e 9 Ss � _ to O OPEN TO - MALL e4 BEYOND - 2h Entry w/ Display Cases A VA A- • •'• •. 2d 2cc l .r _ 2J 2cV 2c 2j 2c�' 2J 2c� 2c 5b 2f i' Sb 2f 5b 2f, • • • ,� •ti •'• h .. `. � SJry . •(•° ` 1•. t :, .. ., •. Z • �, d �� •Y� • 1' •'• '4" • . , h •0 , q* ,• • • • '+• •.:IN IN Interior Elevations SCALE: 3/8"=V-0" revisions date A151-0G. DEFT. S/13/OS L 31 MALL REV. 9/30/05 A A A A Interior Elevations David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com - 2J 2c� •, � f y - cv 2h T. m f f' 1• •s r 1jtj /j{f •. Restroom I Credit zL Watch Showcases A I nterior Elevation Keynotes 2. Interior R24 STONE VENEER - ELDORADO STONE, CASCADE, RUSTIC LEDGE SEE DETAIL 5/0 3 2b I %"-'X' GYPBOARD WI PLASTER SKIM COAT OVER - MEDIUM TROt FINISH - OMEGA, AKROTIQUE 012 2c %"-`X' GsYPBOARD w/ SMOOTH FINISH, WHITE 2d CHAIR RAIL 0 +40" BY "CONCRETE DESIGNS, INC." - M24 S TCHER, "OATMEAL" - SEE SHEET AB 2e 6" PRECAST STONE TRIM BY "CONCRETE DESIGNS, INC" - COLOR, "OATMEAL" 2f 6" PRECAST STONE SURROUND BY "CONCRETE DESIGNS INC." - COLOR "OATMEAL" 2g 6" PRECAST STONE TRIM BY "CONCRETE DESIGNS INC.' - COLOR "OATMEAL" 2h PRECAST STONE WALL SASE BY "CONCRETE DESIGNS, INC" - COLOR, "OATMEAL" 2j DECORATIVE IRON GRILLE 5. Cabinets And Counters 5a 24" DEEP SASE CABINET WITH CERAMIC TILE COUNTER TOP 10 +34" WITH A +6" HIGH SPLASH 5b 60"x20" WATCH SHOWCASES 5c 60"x30" DESK a 413" TYP, 5d i8"44" FAX TABLE 5e WINDOW DISPLAY SHOWCASES - SEE WALL SECTION 'C', SHEET 0.1 5f SLIDE IN CABINET - SEE WALL SECTION 'C', SHEET DJ 6. Plumbing 6a WATER CLOSET WITH 30" CLEAR MIN. SPACE IN WIDTH AND 24" SPACE IN FRONT PER CODE, FREE STANDINGS. WATER CLOSET SHALL USE NO MORE THAN lb GAL. PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED SY THE ANSI STANDARD A112.192 H4S CODE, SECTION 175213 (b). 6b WALL MOUNTED BATH SINK 9. Specialties 9a 18"x181'x6" STAINLESS STEEL BOWL ONLY - NO PLUMBING 9b 42" LONGS SAFETY GRAB BAR PER A.D.A. REQUIREMENTS V,IF. - SEE SHEET GN.1 9c 30" LONGS SAFETY GRAB BAR PER AZ7A. REQUIREMENTS V.I.F. - SEE SHEET GNJ a ti 2 2c 2e 9 Ss � _ to O OPEN TO - MALL e4 BEYOND - 2h Entry w/ Display Cases A VA A- • •'• •. 2d 2cc l .r _ 2J 2cV 2c 2j 2c�' 2J 2c� 2c 5b 2f i' Sb 2f 5b 2f, • • • ,� •ti •'• h .. `. � SJry . •(•° ` 1•. t :, .. ., •. Z • �, d �� •Y� • 1' •'• '4" • . , h •0 , q* ,• • • • '+• •.:IN IN Interior Elevations SCALE: 3/8"=V-0" revisions date A151-0G. DEFT. S/13/OS L 31 MALL REV. 9/30/05 A A A A Interior Elevations David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com Entry w/ Display Cases A VA A- • •'• •. 2d 2cc l .r _ 2J 2cV 2c 2j 2c�' 2J 2c� 2c 5b 2f i' Sb 2f 5b 2f, • • • ,� •ti •'• h .. `. � SJry . •(•° ` 1•. t :, .. ., •. Z • �, d �� •Y� • 1' •'• '4" • . , h •0 , q* ,• • • • '+• •.:IN IN Interior Elevations SCALE: 3/8"=V-0" revisions date A151-0G. DEFT. S/13/OS L 31 MALL REV. 9/30/05 A A A A Interior Elevations David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com revisions AMILDG. DEFT. AMALL REV QFIELD REV. A Z� A dP A dP �r date Wall Sections A=HMAN David A. Kaech & Associates - Architect, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949A87.6890 Fax 949A872309 E-mail steve@dakaarchitects.com 0522-R01 job 28 July 2005 date AWK drawn checked sheet number Dml of sheets CEILING TOP TRACK CONT. WALL ]BRACED 35/a "45 GAGE � a 33/s" METAL TRACK , PER DETAIL i5/A9.1 STUDS a 24" O.C. w/ TEK SCREWS TO HEAD TRAC ER I { f I i ! I ! f f I I I f I I I I I ! ! ! JAMB I STUD I I fNJ I I f f I I ( ! I I I I ( BUTT. OF DECKING ABV. HEADER TRACK STUD JAMB i-*'8 SCREWS EACH S1DE TRACK SECTION CONT. TOP TRACK OVER OPENING DETAIL A HEADER TRACK NEW STUD SILL TRACK WALL FLOOR LEVEL 2-K8 SCREWS A HILTI ON EACH SIDE PINS 0 32" SLAB SCALE: 4 Metal Stud Connection SCALE: 1 BOTTOM TRACK I- STUD JAMB N.T.S. WALL ELEVATION FLAN MAXIMUM BOX HEADER SPAN �4 P4 OR 0 P T 4 f �:` EXISTING STEEL TRUSS I - 2555358 4' - 0" i - 18HD5358 6' - ©" WALL BRACING SEE SEE DETAIL ro/D.3 2x METAL STUDS PER PLAN 25 GAGE TRACK * S SCREWS NEW STUD WALL 354" X 25 GAGE METAL STUDS ,S) 24" O.G. USE THE FOLLOWING STUDS 5Y UNITED METAL PRODUCTS ER-4543P OR EQUAL. VERIFY ALL REQUIREMENTS WITH CITY 3 s/s" x 25 gage 2555358 23S Ins 3 4/s" x 20 gage 20HDS358 .441 In 3 $/a" x i8 gage I61-IDS358 B85 In4 6" x 20 gage 201-1056000 1.412 In WONDERBOARD 5ACKING I" GROUT FILL STONE VENEER ELDORADO STONE, CASCADE, RUSTIC LEDGE SENT METAL STUD w/ REDHEADS TO BOTT. j TRUSS ABOVE STONE VENEER SHALL ME ANCHORED 1/7 TO STUD WALL FRAMING W1 ANCHOR TIES FOR, EVERY 2 SF. OF WALL AREA MR U$C 14031o.4.2. IN SEISMIC ZONE 4, WALL TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. A A A SCALE: SCALE: SCALE: Metal Stud Framing N.T.S.8 Stone Veneer Attachment I,,2„ : i'_0" 5 Metal Stud Connection NT.S. 2 1/2 11/4 fi TO 11/2 u----V%t---- NORMAL D I A. 2x FILLER BLOCKING 2 3/ 114) X 311 NEUTRAL PIEi'2 LONG LAG 5CREW5 3/4" FRY REGLET - PAINT SLACK STONE VENEER - ELDORADO STONE, CASCADE, RUSTIC LEDGE r A A SCALE: SCALE: SCALE: SCALE: Fry Reglet„ = 12 Crab Bar Blocking 3„ ,�_p,� 9 6 N.T.S. 3 METAL. 6'1"UE) 5CHEDUL. AT OPENINGS PROVIDE SINGLE STUD EACH SIDE FOR OPENING 3' TO ro . THE MAXIMUM CLEAR SPAN OF METAL STUDS SHALL NOT EXCEED THE FOLLOWING: CEILING SPAN (USG SUSPENDED CEILING, ER-nS4 SEE 12/02) STUDS Ht. for gyp board wall HT. for wall with tile, stucco or wall to provide lateral support for shelves MAXIMUM CLEAR SPANS MAX. CLEAR SPANS 2 1/2" x 25 gage a 24" N/A N/A - " 2 1/2" x 25 gage 0 16 N/A N/A - 3 s/$" x 25 gage im 24" N/A 'i' - 611 - 3 a/s" x 25 gage Irs" N/A SO -Oil - 3 Nail x 20 gage 24" 14' - S" II' - -i" - 3 5/a" x 20 gage I6" I6' - 5" 14' - 3" - 3 s/a" x 18 gage 24" Iro' - 3" 12' - 3" - 3 s/$" x 18 gage lro" l8' _ O" 15' - 5" - ro" x 20 gage * 24" 21' - 'i" 1-1' - 2" ro" x 20 gage Iro" 24' -(oil IJ' - 5" - revisions date A151-DIS-4. DEPT. S/I3/05 AMALL REV. 9/30/05 AFIELD REV. 10/21/05 A A Z� Architectural Details FL% David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakoarchitects.com sheet number of sheets T.S. PER 11=1-14N 3/1611 T.6. BEAM 21/2 " 0 114. F-C- "A 3/161, 1/4" THICK END fP- 3/161, V 21/2 " 0 1,4. F.C. T.S. 15E,41-1 3/1(0" 1. Pipe Column Per Flan 2. Existinci Slab T.S. @ Angle SCALE: 4 Steel Connection SCALE- 3 Steel Connection 5C,41-E; 21 T.S. Base Plate SC,41-E- N.T N.T.S.N.T.S. N.T.S. A Design Loads - Ceiling Special Inspection, Live Load 10.0 psf Field welding during welding of structural member Dead Load connections require special inspection. Rafters 1.5 psf Ceiling Joists 3.0 psf Drywall 2.5 psf Miscellaneous 3.0 psf. Total Dead Load 10.0 psf Total Load 20.0 psf 2 ? Y 2 A LT f 0 1 -4 N/p ? Corridor Stor. I I Restroom (E) Elevator Repair Secure Storage Credit ------------------- - - - - - - - - - - - - f- — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - — — — — — — — — — — — — — — — — — — — — — — — — — 7 E4 2 Staiid-up displays Staid- displays 1 6.1 I I 1 3 S.1 3%" MEETA GISTS I l 5'1 a Diamonds Diamonds IL — — — — — — — — — — — — — — — — — — — — — - -----_1 L— — — — — — — --- — — — — — — — — — — — — — - — — — — — — - J L-------------------------------- 4 Framing Plal I PG A sa '4.5 SCALE: 1/4"=1'-0" 1 revisions date A151-06J. OEFT. a/I3/05 ZL I5Lr->G- DEPT. SAW05 AFIELD REV. 10/21/05 A A A Framing Plan/ Structural Details =A"AN David A. Kaech & Associates - Architects, Inc. 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309 E-mail steve@dakaarchitects.com 0522-R01 job 28 July 2005 date AWK drawn checked rr sheet number Sol of sheets LIGHT FIXTURE MOUNTING BRACKET CEILING TYPE 'G' 0 O 0 CROSS TEE LIGHT FIXTURE TOP TRACK Al CONT. 1-5/1ro" TEE WALL BRACED 35/s "x25 GAGE 5HEETROCK PER DETAIL 15/A9.1 STUDS -a 24" O.C. GYPSUM PANELS HEADERTRACK STUD JAMB l-#a SCREWS CEILING MOUNTED EACH 51DE TRACK SECTION CONT. FIXTURE PER PLANS i i I I TOP TRACK OVER OPENING 'J' OR 'L' _ I / BEAD I D T itt � A / 24" 1-iEADER HEADER TRACK TRACK i A i I °vHEETROGK I I I I GYPSUM PANELS i NEW STUD I JAMB i I I I SILL TRACK WALL STUD FLOOR LEVEL 2-#a SCREWS I I I I I HILTI DN EACH SIDE I i I i I PINS 32z" — — — }, , ('� SCALE: TT T SCALE: BOTTOM TRACK SLAB I- STUD JAMB Pendant Fixture @ Barreled Ceiling N.T.S. Type r ``' � Light Fixture N.T.5. WALL ELEVATION FLAN MAXIMUM BOX +4EADER SPAN 1 - 2555356 4' - 0" TYPE 'F' 1 - laHD5358 6' - Oil LIGHT FIXTURE HEALDEfR DETAIL5 --- WALL BRACING SEE MOUNTING SEE DETAIL ro/D-3 2x METAL STUDS PER PLAN SCREW 25 GA tE TRACK a SCREWS NEW STUD WALL 3Ns" X 25 GAGE METAL STUDS 0 24" O_C_ USE THE FOLLOWING STUDS BY UNITED METAL PRODUCTS ER-4943P OR EQUAL. VERIFY ALL REQUIREMENTS WITH CITY 3 s/a" x 25 gage 2558358 239 in 3 a/s" x 20 gags 20HD535a .441 in 3 a/a" x la gage IaHD635a .50F, it ro" x 20 gage 2OHD6ro000 1.412 in M TAL 5TUD &CHEDULE AT OPENINGS PROVIDE SINGLE STUD EACH SIDE FOR OPENING 31 TO rol. THE MAXIMUM r-LEAR SPAN OF METAL STUDS SHALL NOT EXCEED THE FOLLOWING: CEILING SPAN (USG SUSPENDED CEILING, ER-1994 SEE 12/D2� STUDS Pt. for gyp board wall HT. for wall with tile, stucco or wall to provide lateral support for shelves MAXIMUM CLEAR SPANS MAX. CLEAR SPANS 2 1/2" x 25 gage e 24" N/A N/A - 2 1/2" x 25 c@a! e e 16" N/A N/A - 3 s/,," x 2E� gags -s 24" N/A 'i' - Vt _ 3 s/$" x 25 .gage a Iro" N/A 9' - O" _ 3 s/s" x 20 gage 24" 14' - 9" 111 - -1" - 3 s/s" X 20 gags Ifo" lro' - ✓" 14' - 3" - 3 s/s" x 18 gags e 24" V - 3" 12' - 3„ _ 3 sis" X to gage -a Ira" la' - 0" 15' - 5" - 6" x 20 gage 6 24" 21' - -i" I'll - 2" - 6" x 20 gage 6 16" 24' - ro" 19' - 5" - SWING ARM JACK WONDER50ARD SACKING TEE 1" GROUT FILL STONE VENEER ELDORADO STONE, CASCADE, 241/411 RUSTIC LEDGE01 FLANGE 253/4 n STONE VENEER SHALL BE ANCHORED SPEETROCK TO STUD WALL FRAMING W/ ANCHOR TIES GYPSUM PANELS FOR EVERT' 2 SF_ OF WALL AREA PER U5C 1403Io.4.2_ IN SEISMIC ZONE 4, WALL TIES SHALL HAVE A LIE' OR NOOK ON THE EXTENDED LEG THAT WILL ENGACxE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. IT - Ai A Metal Stud Framing SCALEN.T_s. 8 Stone Veneer Attachment 11/ 11 '_©" S Type T' Light Fixture SCALEN.T.S• 2 (3) %"40 ga. METAL STUD BRACES AT v'-0" o.c_ ALTERNATE DIRECTIONS. NOTE: NO. 12 ga. WIRE LOOPED AROUND TOP TRACK AT STUD 0 6'-O" o.c. ALTERNATE DIRECTIONS MAY BE USED AS AN ALTERNATE BRACING METHOD 0 0 0 i t i { } 1 �i2 i LIGHT FIXTURE 11J4,� TO 11//2 _ NORMAL Did. LIGHT FIXTURE } } MOUNTING BRACKET i GROSS TEE _�. 2x FILLER BLUCKINC i i } i 4 WX 3 SUSPENDED CLG_ INSULATION WHERE LONG-z LAG `.1' CiElZ1`J' PER PLAN OCCURS PER PLAN NOTES SPEETR©GK GYPSUM PANELS STUD WALL 8 GYP. TOP TRACK - SAME BD. PER PLAN AUGE AS WALL INSULATION WHERE OCCURS PER PLAN,' NOTES, OR KEY a „ , b SCALE: 5CALE: . S L SCALE: N7,S. 1 Grab Bar Blocking 3,; : ,,_a,� } Partition Brae g ,�, � 1.e. Y Recessed Incandes ent Fight Fixture N.T.S. 3 .4 revisions date 4 A5LDG. DEFT. 9/13/05 A A A A L Architectural Details Y t3avid A. Kaech & Associates - Architec#s >tnn 31681 Camino Capistrano, Suite 106 San Juan Capistrano, CA Phone 949.487.6890 Fax 949.487.2309-� E-mail steve@dakaarchitects.com.,.-,--"�-'� t A. License o, (A 88 ca Expires 11-310-05 CA10- 0522 job 28 July 2005 date AWK drawn checked sheet number DMJ of sheets